A recent investigation
into the causes and effects of moisture contained in the concrete
substrate has revealed some interesting explanations.
This investigation was conducted by the very prestigious "Polymer
Institute, Dr. R. Stenner G.m.b.H.," Germany. It covers coating failures
due to osmotic action only. Hydrostatic pressure and capillary action
are not part of this analysis because most coating - adhesion failures
are clearly attributable to osmotic action.
The following is a summary of this investigation:
Osmosis is defined as "the passage of a pure solvent into a solution
through a semi-permeable membrane." It is the result of different
concentrations of soluble compounds on each side of a semi-permeable
membrane due to water/moisture presence. Typical for this action is
that it usually takes 3 weeks to 6 months to delaminate coatings without
surface/substrate residue adhering to the coating adhesion side. The
time frame within this delamination takes place depends on the nature
of the coating (composition) as well as that of the concrete.
The following is required to create osmotic action:
| |
1.
Presence of moisture/water
2. Semi-permeable membrane
3. Water soluble compounds
4. Dense, adhered coating |
Osmotic action can be due to moisture penetrating concrete from underneath
(slab on grade for example) or because of residual moisture within
the concrete substrate itself. This moisture penetrates due to osmotic
action to the underside (adhesion contact area) of coatings/membranes
and creates a highly alkaline (basic) environment. Primarily responsible
for this alkalinity are highly soluble metal oxides usually contained
in cement in various concentrations like potassium and sodium hydroxide.
Calcium hydroxide is also present in this solution but contributes
to the alkalinity to a lesser extent. Given this alkaline environment
with a pH of 13-14, any material that comes in contact with it has
to be totally unaffected by it long term to prevent chemical attack
with subsequent debonding from the substrate.
Considering this, one has to avoid using material systems containing
alkaline sensitive compounds that can leach out and greatly contribute
to osmotic action by adding to the solution that causes osmosis underneath
coatings. Analysis of water build up underneath coatings due to osmosis
revealed solutions containing organic substances like solvents, plastizisers,
non- reacted resins and amine compounds, etc. that leached out of
these products.
In order to reduce osmotic action and fully resist this damaging condition
the following material properties, amongst others, are an absolute
requirement:
| |
1.
Avoid products/systems containing water/alkaline soluble compounds.
2. Use a fast cure primer with a drying time (tack free) of
no more than 3 hours to avoid uptake of alkaline solutions/water.
3. Long term alkaline resistance to a pH 13-14 is most important.
4. The product must be capable of curing well in an environment
of constant water vapor and water exposure. Water saturation
of the surface underneath coatings can begin within a short
period of time depending on the amount of osmotic water/moisture
permeating through the concrete.
5. The product must be capable of rapid adhesion to the substrate
in this environment without jeopardizing long term bonding performance.
6. A sufficient density of the product is required to reduce
water vapor transmission and avoid water vapor damage to other
adhered systems.
7. Resistance to most commonly encountered acids/solvents is
important in case of topical exposure (spills). |
In most cases water pressure does not cause adhesion failures due
to "osmotic pressure" as often suspected. Even under extreme conditions
rarely found in construction (100% relative humidity with 100°
F temperatures) the pressure would not reach 1 psi.
Responsible for the delamination of coatings/membranes due to osmotic
action is the chemical composition of these materials. This explains
why coating/membranes can debond completely or partially without any
or very little surface residue adhering to the adhesion side, even
though the initial adhesion after application was strong. |